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ARCHIVED REPORTS XR0012554
EnvironmentalHealth
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BENJAMIN HOLT
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3500 - Local Oversight Program
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PR0544111
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ARCHIVED REPORTS XR0012554
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Last modified
2/7/2019 12:07:41 PM
Creation date
2/7/2019 11:09:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012554
RECORD_ID
PR0544111
PE
3528
FACILITY_ID
FA0003625
FACILITY_NAME
ARCO STATION #83560*
STREET_NUMBER
2908
Direction
W
STREET_NAME
BENJAMIN HOLT
STREET_TYPE
DR
City
STOCKTON
Zip
95207
APN
09763032
CURRENT_STATUS
02
SITE_LOCATION
2908 W BENJAMIN HOLT DR
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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6 <br /> ,z. <br /> Brawn and Caldwell <br /> Consultants <br /> M 5 S'reat <br /> Sacramento <br /> Uitotn a 958u-7G?? <br /> +91613-04-G1,3 <br /> FNX 15161 444,633, <br /> October 9, i991 <br /> 0 T I .. <br /> Mr. Chuck Cannel <br /> ARCO Products Company <br /> 2000 Alameda de las Pulgas <br /> Post Office Box 5811 <br /> San Mateo, California 94402 <br /> 617-5690-3I/1 <br /> Subject: Status of Groundwater Extraction System,ARCO Station 2133, <br /> Stockton, California <br /> Dear Mr. Carmel: <br /> This letter presents the ctu ,a7r status of the groundwater extraction system and the results of the <br /> groundwater discharge sampling at ARCO Products Company (ARCO)Station 2133,Iocated at <br /> 2908 Benjamin Holt Drive in Stockton, California. Listed chronologically below is a summary <br /> of the activities related to the discharge of groundwater at the site from August 16 through <br /> September 15, 1991. Table 1 presents a summary of the detected constituents for the extraction <br /> system. <br /> 8121/91 Collected effluent water sample for laboratory analysis of total petroleum hydrocarbons <br /> (T PH) send benzene, ethylbenzene, toluene, and xylenes(BM) and metals. <br /> 9111/91 Sampled extraction system for BEI'X and iPH. <br /> The average daily flow during this reporting period(31 days)was approximately 10.1 gallons per <br /> i.ainute. The total flow for this period was 451,000 gallons. <br /> The following calculations show average paunds per day of each constituent discharged to the <br /> sanitary sewer. <br /> I <br /> Q - Average flow rate,gpm <br /> C - Concentration,pg/I <br /> W = Average amount of chemical discharged, lbs/day <br /> W = Q x I,440 x 8.34 x CI(1,000,000,000) =0.000123 C for Q= 10.1 gpm <br />
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